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2016-12866 G (Plans)RIGHT OF WAY NOTE yr ., I a rJ r r•,Iar ,.; x Utz f ::r,., • / e' •.I r r .., J, r• r ,;; • r r' ,;a. ,r�t ... a ` ^, • / atr r r• ••/ : / r r•r :r I •.a ., fig• g "D,1 / �'r,� fit. ,•� • y�r . ml f: a/ • r a (. _Ni XF r r x • -••J I a•r 1• r •gar r rx a! r i f ac a• r ! J � ! r is x a Y /. 1 ;I r'. 7! f•. ,k! t :/. ,.,,t. • r J• .•r:.iv ! x r t I n 7 a/ ,J • t- • 1 I �;I I• /. I• !ti•'.a1 •f'r •J :T J I;- I r. r � / ••r r• /• 1 a• J J� •■ r•; ! r r r a/ r•a n r x■ r J L'• %1147-411 •I •I r I I ^a••• ■• J is 'H ••'I. ! ■•f •,;.J :J 121, 1. If i• I" SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS LATERALS AND APPURTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES' STANDARDS COMMITTEE (WASC). 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF OR THE EXISTENCE OR NON - EXISTENCE OF, ANY LAU63GMM UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES WHICH MAY AFFECT FINAL DESIGN I.E. LINE CROSSING LINE PARALLELING OF? PROPOSED CONNECTION MALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOW ON PLANS. ELECTRICAL AND SEWER TO CROSS U,NDER WATER MAINS UNLESS GIVEN WRITTEN MISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND DWIYER ARE FE- 93061BLE TO RELOCATE AM/O3 ADJUST TO GRACE ANY EXISTING WATER FACILITY (FIFE HYDRANT, METERS VALVES VALVE BOXES ETC.) WHICH IS AFFECTED BY THEM PROJECT. ALL AFFECTED WATER FACILITIES MST MEET CLR)"Iff WATER AGENCIES' STANDARDS COMMITTEE (WASO STANDARDS. IF FACILITIES DO NOT MEET STANDARDS THEN THEY SHALL BE U;W4OED TO CURRENT STANDARDS AT THE OVAER S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5 -FOOT SEPARATION WREN PARALLELING WATER SERVICES. 6. MINIM HORIZONTAL SEPARATION OF 10 -FEET REQUIRED BETWEEN FIFE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. S. CALIFORNIA STATE LAW ASSEMBLY BILL AB -1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECTIVE JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES BLOW OFFS AND SERVICES SHALL BE PROVIDED WITH CATHOOIC PROTECTION IN ACCORDANCE WITH WC -17 OR WC-18. I- 7 / /•y;i la: •t r. xt;r//:i/i '/ : +� : / r,a I:�'. - r ii'iiil�,' CONCFETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZEO CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE; SLURRY, MORTAR STUCCO, PLASTER AND THE LIKE INTO THE STORMW47ER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. I'�C •;I' -�� .;ITN -• CONSTRICTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARQMD VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. •I I 'goes •t • -J I ■ 0. • a•:r� x J•' ! x ^ ••� / l � 3•J• r r •y r FOR AM x x •I J ! ••I t1�7N_•►l�tlr;.7_•r tIr7T7i. TZTiii1�/ iji�' �T:> f/ EEiC�4 ■i■,'F „ilI':1. "i�1,•fa= �l :'41 my r• •t r x/ •/ •;•J� a'I r a I i r•/ I I •�•, I a r I I ■• r :GYRa:a1b- I[e�,Yi,';�Mr i+IG 7Gir'wff J :'r c^ ■•• ! Ff ^ ,:r 'I •;a1 /• . +/ a1 /r •: 1..- a r J! •:I/ / I :1f 'a /• 1• r 2. 'J:• II /�:► I'r J; I•J'�• :I ►: x 71 •: r. �.. _:.I;• I' i• •;/ / x x 7 x a• / • I 14 f- a •r� / r f .t t NOTIFICATIONS AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THEE ARE NO S EXCEPT AS SHOWN ON THESE PLANS HOWEVER THE CONTRACTOR IS REQUIRED TO TAKE DUE ISUES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. ;TORS RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR TO ANY EXCAVATION( FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF H. JC"I — JJU — r /VVrOJJY //V B. GAS & ELECTRIC - SDGE - (760) -438 -6200 C. WATER - SAN DIEGUITO WATER DISTRICT -1- 800 - 227 -2600 D. TELEPHONE - SEC BELL - (760)- 469-3411 E. CABLE TV - COX CO "ICATION S- (760)- 806 -9809 X -2233 2. CONTRACTOR SHALL. NOTIFY THE CITY ENGINEERS OFFICE 46 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. ROC (760)-633 -2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE' (760)693 -2770. ALL WON( PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. IMPERVIOUS AREA IMPERVIOUS AREA PRIOR TO COHSTRICTIOt 1564 SF RfE RVIOUS AREA AFTER CONSTRUCTION 7.547 SF INCREASE IN IMPERVIOUS AREA: x983 SF NOTE TO CONTRACTOR LEtJCADIA WASTBWATM DISTRICT FM.D OPERATIONS UTILITIES ARE KNOWN TO EXIST IN THE AREA. RFO NATION SHOWN HEREON PUBLIC SEWER SYSTEM APPROVAL IS PER BEST AVAILABLE RECORD INFORMATION. EXACT HORIZONTAL AND PROVE00Y :LWDDISTRICTENOINEER VERTICAL LOCATION OF EXISTING UTILITIES UN(NOWN. CONTRACTOR TO FIELD VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO ORDERING z(oviv MATERIALS AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER OF ST HEN DEE ING, PKJ ACE 0 E WORK OF ANY DISCREPANCIES BETWEEN ACTUAL LOCATION AND PLAN FIRM LOCATION �XP DATE SI l ' (� r DATE LOCATION OF UTILITIES UPON DISCOVERY OF DISCREPANCY. DATE BENCHMARK S AS BUILT R N Y: - DESCRIPTlott CITY OF ENCINITAS POINT 1024 PLANS PREPARED UNDER SUPERVISION OF LOCATIOAt _ HORIZONTAL: N/A ` DATE 17T2 Q I (rp RECORD FRROh. ROS 18416 ELEVATl0k 178.54' VERTICAL: N/A BRIAN MICHAEL AADOLINO DATE R.C.E. ND.: 71651 - DATUt NAVD88 BRIAN CI L4EL A EXP.: 12 -31 -17 RFVTFkIFR INSPECTOR SENIOR ENGINEER OWNER W TF& & MIMI STREETER 1501 HALIA CT ENCINITAS, CA 92024 (760) 846 -9246 SITE ADDRESS 922 HYNETTUS AVENUE ENCINITAS CA 92024 APMi 254-331-25 LEGAL DESCRIPTION ENCINITAS TPM 12 -021, IN THE CITY OF ENCINITAS COUNTY OF SAN DIEGO, STATE OF CALIFORNIA, JU E A9S�, �SHOWN ON ED PARCEL MAP NO. 21056 FL 27 2013 AS INSTRUPENT NO. 2013 - 0404781, OFFICIAL RECORDS OF SAN DIEGO COUNTY. rti.i.`'a.FY4�:i4(ar(K�1a I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WI`J HEREBY AGREE TO IN)EMMIFY, DEFEND, AND FOLD CITY AND CITYS OFICERS, OFFICIALS, EMPLOYEES AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES CLAIMS DEMANDS CAUSES OF ACTIOI La' DAMAGES AND COSTS INCLUDING ALL COSTS OF DEFENSE S !. MI SOILS ENGINEERS CERTIFICATE T. D A IV I Wl- y A 0 L -I A REGISTERED CIVIL ENGINEER IN THE STATE OF r -a r• nt I I r t a J'j RICE NO.. >b0X7 O�)FESS /p j� EXP. DATE (;- o-119 JOB Al Cwaf sl! ;Otzb W � C36037 � F CHRISTIAN WHEELER ENGINEERING 3980 HOME AVENUE• X50- 1700 92105 sr9pFIV `1FOE`a�e STATEMENT OF ENGINEER OF WORN( r •. ar a r aa• ,; r -, • a• I• a1 a r r• r a J ,/ x •�r•; F aa• x '. x• /• Ly I F 1. i, �• ,,r I ! r I r t rr• I• •r r / /• r ! DATE: 1 Z 20 Ib PASCO LABLT SUITER & ASSOCIATES 535 N. HIGHWAY 101 SOLANA BEACH CA 92075 (858)259 -8212 RICE EXPIRES' 12 -31 -17 EARTHWOFIY DATA SMEFEST ISTIG NATURAL SLOPE ON -SITE _ ®9__H : 1 V MAXIMS VERTICAL DEPTH OF CUT = 2' MAX lUM VERTICAL DEPTH OF FILL = T CUT = 60 C.Y. FILL = 270 C.Y. IMPORT = 210 C.Y. REMEDIAL = 1,200 C.Y. (2.5' REMOVAL AND RECOPACTION UNDER AND 5' OUTSIDE OF BUILDDG AREAS) uj23 j�� No. 71651 Exp. 12/31/17 NOT TO SCALE ©\ L.EiEID PROPERTY LINE NEIGHBORING PROPERTY LINE PROPOSED CONTOURS — n EXISTING CONTOURS - -255- - - EXISTING EASEMENT — — — — - EXISTING EDGE OF PAVEMENT PROPOSED FLOWLINE PROPOSED BUILDING PVC PIPE (SIZE PER PLAN RETAINING WALL PER PLAN PCC HARDSC'APE a BMP BIO ETENTIOV AREA TOP OF WALL TW BOTTOM OF WALL BW ASPHALTIC CONCRETE SURFACE AC TOP OF ASPHALT BERM TB TOP OF CURB TC FLO INE FL GROUND ELEVATION G SEWER MANHOLE SW WATER VALVE WV FIRE HYDRANT PH POWER POLE PP LIGHT POLE LP FINISHED GRADE FG FINISHED SI,R ACE FS PASCO LARET SUITER' & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING SSS North Highway 101, Ste A, Salina Beach, (CA 02075 I n PW 858.259.8212 I ffx 858,250.4812 plsaengRneering.com °cu or .. E . . «. . , E � E I C � 41. � Cr I . I . E . , • .• I rE a . 1 :M • ' 1 1 • ... S • I I e ...J -I R'LAMNING CASE NO.• 15 -205 CDP (�f-1CC I 1 Ur .3 �airiii PLEA 1934 1. THE MAINTENANCE OF ALL PRA BMP S WILL BE THE FESV62BILITY OF THE OWNERS. w" p THIS WILL DVCL.GAE ANY POST-CONSTRUCTION BFP AS WELL AS ANY CONSTRUCTION BW AM THAT IS DETERMINED TO NEED TO REMAIN PEfRONENTLY OR FOR A SPECIFIED PERIOD OF \ \ \ \ \ L TD4E AFTER THE COMPLETION OF ALL CSTRRUCTION OPERATIONS. INSTALL 2'X 2'D-40 RIP \ \ \ \ �\ \ \ \ \ \ \ \ \ \ \ \ \ �� ) I EXISTING pBEpOBED PROPOSED RAP ENERGY DISSIPATER \ \ RESICl9NCE 2. THE OWER WILL � PRESENTED WITH INFORMATION ON saPLE CONTROL MEASUES SUCH \ \ \ ` \ ►� FENCE PATIO AS THE R MEANS OF DIS'FOSD6 OF POLLUTANTS, DIRECTING WAS WATER INTO PER SOILD D-40 IE 1$0.7 PCL" HEADWALL \ \ \ \N74 5754'E 132.10' \ TO REMAIN ED 133.0 LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM DRAIN MINIMIZING �. \� "S,� �. �� �.� THE USE OF FOLlSEMOd® OEANEIE AND OTHER PATS WFDN THEY HAVE THE POTENTIAL TG 14l■ 7W VARIES X 93' 2' 1% FF 135.0 F0UNO 2" IRON PIE 6 DISK \ \ TG .1 \ 304 X18" IRON PIPE TO CONTRIBUTE POLLUTANTS INTO STOW WATER Ado SPILL GLEAN UP TEC MIQLES. STAFFED "� 27399" PER MAP \ T8 133 8 ! \ TG 1;36.9` TG 139.1 1 (131.6- 132.3) 134.3 IE 132 TG ' 0.2 IE 1SE.0 \ 6 CAP MARKED TLS 8548° I MIN. 10" EXISTING 10682 TO BE PROTECTED IN-PUC . IE 15 - i IE 134.1 IE 135A ,� TQ BE PROTECTED IN -PLACE. EXISTING 3. DV THE EVENT THAT LAftOSCAPING MATERIALS ARE HEO/DR® TO STOCK- PILED �' ` ** - - - g 7 - - - ` MAX IGHT 4' W/ FENCE. COMBINED TO REMAIN X sa� Top GRAS - THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE IN ORDER TO TW (132.3) 1 � _ _ � =' - _ _ _ � - - - - � - - - - - -- - - - - - - - - - - � OF QM! MALL REDUCE THE POTENTIAL FOR SRO%€! WATER TO CONE IN CONTACT WITH AND SUSPEND THE * * - \ \ - - - - - - - \ - - - - - - - - - - - - -/` - - - - - - - - FEH G WALL NOT TO EX MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES. WHEN EXISTING 3' WIDE ( i * � ** LALESS'SOTH WALL G FENCE�� 9r� FOOTING PER STRUCTURAL TIE STOCKPILES WILL iEMIN IN PLACE FOR THE COUP OF AW THAN 1 DAY, THEN I \ + *+ r EXISTING L FG 130.7 BUILDING PLANS THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE ILTRATIOHd TAEHtlDi 1 * \ I O=NSET 1' HORIZONTALLY. ANNI INFILTRATION _ TO BE REMOVED I \ * * * ' I FG l33 \\ \ \� �p0 FG 140.3 _, 111 fNCINIFA$ MANNING. TRENT! TO l 1 CAPABLE BE COMING IN CONTACT WITH THE STOCKPILED MATERIAL, ** \ IN 142.5 BE REMOVED i! III (�i ( DEEP- ROOTED, ORO)G HT�- TOLERANT PLANTS FOR 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DiEVII� �- TW 713.3)1 V� ** * ** �� �. AV � I A / � � � BW 140.9 � e kELL- DRAINED SOILS OR CITY APPROVED EQUIV. WHICH WILL DISCONTD+IlE DNRIGATiON IN THE EVENT RAIN AND IF 11sE SOIL IS \ * 1 COURTYARD 1.50 $' 24" ENGINEERED SOIL SUFFICIENTLY SATURATED. * * V �, FG 1343' A ✓ ) }� �� EhFNT 8 SEE MOTE BELOW ** * y A FF 1350 v FF 13s.o\ I D� 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INFECTED AND MAINTAINED TO 920ETEI iTOJ * TG 134 \ AD 139 l - DBTALL HOPE LINER ENSUE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER f EDf PAD 134 33 t HEADS WILL BE REPLACED AS 1 AND rN THE EVENT THAT ANY D�FIGATION PIPING * \ A ! "ON EAST STDE ON Y * ' IE 132. \ � # ' : TO 140.8 DEVELOPS ORACK^� LEAKS OR Dii4KS REPAIRS WILL BE ARRANGED FOR AND TIE \ I I i� , ** * t * FF 135.0 \\ \ i f PROPOSED FS 140.E ( \ ' a g• I�'SIDENCE °i lF 1382 96" GRAVEL LAYER «- i NXSEE NOTE BELOW NOTE No LINER ON BOTTOM DaRIGATION SYSTEM WILL EITHER BE SHUT•�OMV ENTIRIY OR THE PR(�G.EM AREA WILL �\ 1. \ � *I ' *` * PA PAD 134.3 `\ \\ Q � .II ,� � BE MATED AND TAKEN O=FLM IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. �. ( � * �, * *� \\ 134.6 g FF 141.0 a A FS 134 9 1% 41 r * BIO RETENTION 'ENGINEERED SOIL" LAYER SHALL BE MVID04 24" OAP SANDY LOAN" SOIL MIX WITH FG * * * * TG\ 134.2 � _ � 8W, 134.3 � ? PAD 140.3 ( \ TO 140.8 NEE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 50-60% SANK 20-309 COMPOST OR HARDWOOD MULCH 6. FOR STORM WATER POLLUTION CONTROL PURPOSES ALL RUNOFF FROM ALL ROOF DRAINS BOTTOM QFi - IE 138.3 G 20-30% TOPSOIL, FREE OF STONES STU4PS ROOTS OR SD4ILAR OBJECTS 6 ALSO FREE OF NOXIOUS WEEDS. SHALL DISCHARGE ONTO 03ASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND - * * ` \.. IE 132,1 I I FS 140-9 OISCIWIGE ONTO THE STREET AiNV/OR INTO TIE RELIC STORK CRAIN SYSTEM. CRASS AND � I � I � ( *' *` � TG 134 11 /UATIO A V LANDSCAPE AREAS DESIGNATED FOR STOlRM WATER POLLUTION CONTROL SHFALL NOT BE *, + l IE 132.0 i I I FS 138 9 \ I y 1- _ I it x 314" CRUSHED FOOD LAYER SHALL BE A MINDEN OF 96" BUT MAY BE DEEPENED TO INO: EASE THE MODIFIED WITHOUT A PETR4IT FROM THE CITY. �'F-!° *, * * 1 � FG 134.3 \ I SEWER, TO BE RMED TO \ INFILTRATION AND STORAGE ABILITY OF THE DETAIL * < * y II HYMETTUS AVENUE` ° ;. FETAINDNG WALL A fA 7. OWNER TO o8TA71d A CONSTRUCTION PEFY4IT FROM THE ENGINEERING DEPARTMENT AT IN 0131.) \* * FG �•3 y l - BEE ARCH DINGS FOR \ ( (1 PER CAL SECTION LEAST 48 HOLM PRIOR TO WORKING IN THE PUBLIC RIGHT OF NAY. FAIL UIE TO DO � » \* �* *. * FG 138 FG !38.75/ PU,P DETAILS v \ I SCALE: 1 " =5' WILL FESLLT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOL9LE PERMIT FEES. IT IS � i I 71 X134.2 _ m - - � TG 134.1 _ THE RIESPONNSIBLIBITY OF THE OWNER TO KNOW WH£fE THE LOCATION OF THE RERTY COVENANT FOLDING CITY \• * ** IRE 13 6�� - _ _ _ _ _ - - IRE 131.8 \ T1( !.7 \ �+ _ OW, -9 LINE IS. * // RETAINING NYALL \, FHAIR�ESS FOR DRAINAGE " \ *\! 138.5 � \RED. AS, Doc 1 398690 * � 30 /` // TN 138.5 C-3 REAII� �y 8. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED \ * * * 1 / Bw 134.0 I TO BE REMOVED \ TG 140 \ 25' I 25' 9. NO CONCENTRATED DRAINAGE FLOWS AFE PERMITTED OVER ADJACENT PROPERTY LINES. \ (1j1.6) * .X T 134 // T6 131r 8 \ \ IRE 138. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 HINT \ I L / \ STROPS TD \ (I + 3' 4' 6' 12' I 1011 15't TG 138.4 AND BE CONVEYED TO AN AWED DRAINAGE FACILITY. IN57ALL ;`�' X 2' 0 ki \ * " - - - - - IRE 13$.4 \- IRE 1 .1 UPPER LEVEL ENEa 10. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX VEGETATIVE COVER JUTE RAP Y tl TG 1 2 \ I MATTING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. � ti + II F I FG 1373; \ \\ IF 13 i 1 € I'6 EX. BLDG. SEDIMENT CONTROL MEASUES (E.G. SILT FEINC1W FIBER POLLS, GRAVEL BAGS) MUST BE \ HEY 130.7 \. LANDSCAPE 1 \\ o Iii \ 2% MIN VARIES VARIES IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMF PCL1. ALL COURTYARD , \\ _ - _ - - ! MUST ALSO BE FOLLOED TO ENSUE NO CONTACT BE RAINWATER WITH MATERIALS THAT FG 133 ' _ .1 0 TW 137.4 FS *39.5 \ 1� ANT.Y . �.. MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONFCRETE OR STUCCO {I iW 13 A I I TG 137.4 c : \\ j I I \ EXISTING WOOD HEADER - - it i € !,! _. WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF I I BW 136.8 � (_ FG 140.3 � EXISTING VI _ -I IE 1355 y I EXISTING 4' WI( PARKWAY PORTABLE TOILETS OVER A PERVIOUS RWACEJ 1 BW !3 5 I I TG 38.4 - COMPACTED DG PATH EXISTING TG 135.9 l IRE 36.5 TG 1402 in \ AC PAVEMENT ti. NO DIRECTLY CONECTED IPRVIOLIS AREAS (OCLU 94AL.L BE ALLOWED. OCIA 4" PVC @ � � � GA1�4GE I ( I) I I IE 135.7 � \\ � �' � \ � TG 1402 i I (6" MIN THICKNESS) SECTION STORM RUNOFF GENERATED AND CONVEYED VIA Ii�RVIOUS AREAS SUCH AS ROOF, ROOF � v II 11 GRAIN DRIVEWAY, Adz STREET. ME4SUES SHALL BE IDENTIFIED ON THE SITE PLAN. ,MIN `\ : PAD 133.0 3 I I iw 137.0 y \\ ! ID 138'9 I I ExIs� opswA ER TYPICAL SECTION: HYMETT'US AVE MOST CM40N MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND II \\ RLNOFF FROM IMPERVIOUS AREAS. TUF AND LANDSCAPED AREAS THAT AFE DESIGNED FOR DEEPE� ii5 BUILDING I I BW 133.0 ' I y II WALL NOT TO SCALE OWE SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON ROANS PROHIBITING HDOTIAAi al WALL ( I I POOL PER TG' 138.4 \\ y i LANDSCAPE BOARD FfRRN MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. EXISTING 3' WIDt� II SEPARATE FAIT IE ySE•g A \: GO%tTYARD 11 E)0?OSED!(OI TE ROOF DRAIN NOTE FOR STOW WATER POLLUTION CONTROL PLFPOSE$ ALL RUNOFF FROM FIL R4T \ FF .F� 1 yl 7G 136.9 j ALL DRAINS SHALL DIS044RGE ONTO G,iRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION (( FF 1 8.0 IE 135.8 i PAD 138.08 FENCE PER ARCH. C70M6INED FENCE T RARING O) FENCE Tw 139 38 II 1 AND DISCHARGE ONTO THE STREET AFVD /OR INTO THE PUBLIC STOW GRAIN SYSTEM. GRASS BW 13 - p 6 WALL HEIGHT NOT TO EXCEED 6' AND LANDSCAPE AREAS DESIGNATED FOR STORK WATER POLLUTION CONTROL SHALL NOT BE \ �� � ON TOP CE's ' II ; I UNLESS BOTH WALL 6 FENCE ARE MC0IFIED WITHOUT A PERMIT FROM THE CITY. TO 132.1 T i II 1G t�9 TG 137.7 kl \- FG 138.08 i L BE� ENCORIZOONTALLY. SE. FS 131.6 1i I I - 111 / I - RETAINING WALL/ 11 / 4 TO 140.7 II 1 EX. 314X18" PIPE I I WOOD FENCE G /RRADIrG NOTE: ALL 7HE WORK FR POSED ON THIS PLAN IS 04TDU -Y WITHIN THE CCC ID ix IE 1362 ABELICANT S PROPERTY. IF ANY DISTU9ANK.E TO ADJACENT PROPERTIES IS ANTICIPATED � �T f �` _ _ _ _ = 1 11 AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCETION OF THE CITY FIELD 6'(24" PCC GOf C I IRE 138,7 6 CAP MUNEDD,�FS 8548 � PER SCR50 C -3/ I � � '1hL I d �� I � TO�AEM47N 0.8 � NEW WOAD FENCE AT PL I INSPECTOR. A WRITTEN LETTER OF �IISSSION FROM THE ADJACENT R PRTY OWNER x. , PFD IN -PLACE. (¢ MIST BE OBTAINED AND REMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ? 8 TO ANY DISRRBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY � 4 L t 1 �r s �� � BE ��� � I X � C -3 AETAIOFW ,- �`_ 6x24" FCC CI.ME AUTHORS IN M91TDG AND SAMITTED TO THE CITY IS C FOR A STOP-MN�iK TO IX. FET WALL p ° � � o � - -,, ° z � 440.4 � (TIN 131.6tj � WALL PER �R5D BE ISSUED FOR THE PROJECT UNTIL THE REGUIFED RERNISSION IS OBTAINED. TO REMAIN �&/ ri z� rx ? (T7W 131f� t 1p ,, jf. 8.5% si _ !& s r r IRE 1401 I0 6° 8" SHALLOW OIAAEL. GRAIN 1 °_ 4" PCC CURB s•i � r 12 OBN EL EXISTING I i BY MUS OR EQUAL 1 p MATCH EX. WALL I( .GRAVELPAVf2 y '' �Y ? l BY AL I OMJ WALL - - L n Own TO REMAIN _ PERVIOUS PAVERS iYEWA F EXIST FYM r F rr`._ C ;.r' ;.M CETAD ,. r` \., w THIS SHEET € DRAIN 7CEF 1 � _ � W -� I r N74'5- 'E 127.00 I �r s. � s�r.w ', *_ EX. 27(24" IRON PIPE G \ y �, SPAN AVE2 fiELiVENAY BY ' FENCE PER I DISK MAF�D 7PLS 8548" ^o `" o !� �^ •• m "r�T ° �i C I � ° '°? `? ! '� +, g ( IN�RTRATIOM- INVISIBLE S iUEiES 1 EQUIV. ARCH! � PER PARCEL MAP 21056 Tl7 �, � fli ti � �i � � m °*� � � � fR ^ ( � •". � � o a � $ � W/ 6" MIN. SAND 6 GRAVEL BASE APPROX. LOCATION BE PFOTECTED�IN- PLALE.4 \ •, ca d' c' n d� " a, \ BE TRENCH TO _ RETAINING WALL PER Saw c -1 � � � OF EX. GROLNO � 1 � � i;- � �' � €- �' � � � lv '' c� �i � � � TfENC71 ro' � � PER F/EG. SPEC. 1.6' MAX. RETAINING HT FF 141.o PATIO - _ _ - - - SECTION B -B SECTION C-C RETAINING WALL ' \ - - - -- - TER SO4S0 C -3 �E}(%STINiN PVf.I SEWER FORCE MAIN; SCALE: 1 " =5' SCALE: 1 " =5' { } \ WOOD FL 6x24" RCC C'lRB I \ PAD 140.3 \ 1 ! ) A PER FLAN \ 4" LL. if r . SCALE: 1'=5' DESCRIPTION GRADING PLAN 1 " =10' SCALE I L Ee E LO MAKA CALCILAT'1ON 68055 LOT AREA = 16,623 5F TOTAL AREA EXEMPT = 16,301 5F FROM MANA CALCULATION TOTAL LAN05GAPE AREA 42.9xO.62x322 = 6,565 ETO DISK MARKED 'F'LS 8548" ., PER PARCEL MAP 21056 TO i E2 'r x,' £L BE PROTECTED IN- PLACE. AM I EXISTING DR ANN INLET 0 � _ cn POI E 1-551-20 I TO BE REMOVED d # I PROPOSED LOCATION OF NEW WATER METER BOX GRADING PLAN 1 " =10' SCALE APPROVED DATE BENCEMARK SCALE A$ -BUNT DESCRIPTIoti. CITY OF EFNCINITAS POINT 102_4 LOCAT10k _ HORIZONTAL N/A RECORD FROMk ROS 16416 ELEVATION 178.54' VERTICAL: NIA BRIAN MICHAEL ARDOLINO DATLft N_AVDBB CD ! EX. SEWER LATERAL TO REMAIN IX D G SEWER M4 Y01 -0526 PER ONG. 989 -1 ISTING S44 REV WIDE AC DRIVEWAY TO REM41N :. Lu EX 8" ACP Z WATER MAIN IX. SEhETR LA / EX 151.50 ,TO IEM4IN i[ y ' - ��1. 71c7\ la�!•. ll��- �1�1_ l�l. �l�� ■L13■L1a��.il��a4 �1�11•��.'F .� \�I, I,�,��i����,� \�i,� -- i AFM .�: DEP SUPERVISION OF RECOMWAVEO' APPROVED.' RD W. DEANE 11 R.C.E. NO.: 71651 MASIH MAHER VOID FILLER - 1/8" TO 318" (N0. 8) AGGREGATE IN VOIDS 6" X 16" PCC FLUSH CL9 ' VA- INSTALL CITY APPROVED PERVIOUS W/ 318" VOID BY ORCO AQUABRIC OR CITY APPROVED EQUIV BEDDING COARSE - 2" THICK OF 118" TO 318" ONO. 8) AGGREGATE WALL PER PLAN C]am COARSE - 4" THEW GE PER PLAN ;`: , 318" TO 1/2" (M0. 577 CRUSHED ROCK ' MIN 6" THICK OF 314" I 6, CRUSHED ROCK - REFER TO NAM:F'ACTUER S SEEDS. FOR 7111EKNESS FOR FIE APPARATUS (H-20) cnn aA-_6A K--1__� LOADING - IF APPLICABLE DISTRICT TO INSTALL 1" COPPER WATER LATERAL AND 1° METER PER WAS WS-01, NC -17 AT OWNERS EXPENSE PAVER DETAIL NOT TO SCALE No. 71651 Exp. 12/31/17 T ® z wo r GRAPHIC SCALE 1 " =10' ®Q Nw 0 10 20 30 a= PLANNING CASE N0.• 15 -205 CDP ca cn wr' n DRAVMG NO. y N H­irn 12866 -G 5 =- ®z® SHEET 2 OF 3 afn PLSA 1934 LE'GE y HATCHED AREA REPRESENTS HYDROSEEDING HATCHED AREA REPRESENTS CONSTRUCTION ENTRANCE PER DETAIL A GRAVEL BAGS PER DETAIL 8 SILT FENCE PER DETAIL C 00000000000 —X—X- EXi BLDG GRAPHIC SCALE 1 " =20' 0 20 40 60 314" MIN COARSE AGGREGATE FILTER FABRIC _' °• 4 44 A •Q A ° 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A \ 1 \ \ III 9%VEL BA, AROlW i wS PERK \ \ \ 1 \ \ DETAIL THIS 'BEET (TYP) V�\ i w EXIS ( 1 \ TAIN�% NALL ° n I e{ f. ! TN 133, I \ \ w \ \ EX 151.72 \ 1 -T4 b+T T 4.3STBG INSTALL Sllij FEhCEa `.T a LiR4< i - XISTiNG PER DETAIL HIS SfEEI TEA, �- EX 152.08 -- \V ---t 148-03 N 147M \ � y I i i• p w f ' ,�MSTALL GRA B4 G6 EX I. ABT B- THHIIS� sh Fr {lTYP3 - =V `'. DErX L / 1 I 3 w I \EX. BLDG. TW 148.03 / 1 ' TH 145, !R )9W 147.47 I E 445,41 -' INSTALL SILT — t ' PER DETAIL THIS SHEET " =EX 1 6? ( � .•� ate, s� � � i f• � : � � i � � � �� s. � T� P. d • • ,P+ r EX. 145- EROSION CONTROL PLAN SCALE: 1'i ' NOTE: • 116TALL SAT FENCE CONTRACTOR TO MOOIFIY CONSRUCTION PER DETAIL THIS SHEET PER Di N ENTRANCE IN THE FIELD AS NECESSARY iRGSTALL' (aR4VEL BAGS ' AAOLrii7'•TM ETS PER` DETAIL THIS SLEET (TM I' CONSTRUCT SEDIMENT BARRIER AND EX 151.24 ) XISIIN ,O €IA r t7 i Y Yom?+ EXT FK AXAa EX. `} �'J; TRAPPING DEVICE Y PAY {IR® �► J A ORIGINAL °° • fl ° GRADE dLi,: EXISTz�P3f: �t HOLES`.AAIT 'Al (�YAI� �- a L PPATri, T,EXISTiTATN \ ° IN (10 BY 10 CM) , UPSLOPE FROM AND ALONG AS S .. l:3YPIGALT, °a • E UNO WIDTH AS REQUIRED N IA 'ET `0 TO ACCOMODATE °• A • • ANTICIPATED TRAFFIC ° ° BLDG, EXi BLDG GRAPHIC SCALE 1 " =20' 0 20 40 60 314" MIN COARSE AGGREGATE FILTER FABRIC _' °• 4 44 A •Q A ° 1.1' MIN., UNLESS OTHERWISE SPECIFIED BY A SOILS ENGINEER SECTION A -A \ 1 \ \ III 9%VEL BA, AROlW i wS PERK \ \ \ 1 \ \ DETAIL THIS 'BEET (TYP) V�\ i w EXIS ( 1 \ TAIN�% NALL ° n I e{ f. ! TN 133, I \ \ w \ \ EX 151.72 \ 1 -T4 b+T T 4.3STBG INSTALL Sllij FEhCEa `.T a LiR4< i - XISTiNG PER DETAIL HIS SfEEI TEA, �- EX 152.08 -- \V ---t 148-03 N 147M \ � y I i i• p w f ' ,�MSTALL GRA B4 G6 EX I. ABT B- THHIIS� sh Fr {lTYP3 - =V `'. DErX L / 1 I 3 w I \EX. BLDG. TW 148.03 / 1 ' TH 145, !R )9W 147.47 I E 445,41 -' INSTALL SILT — t ' PER DETAIL THIS SHEET " =EX 1 6? ( � .•� ate, s� � � i f• � : � � i � � � �� s. � T� P. d • • ,P+ r EX. 145- EROSION CONTROL PLAN SCALE: 1'i ' NOTE: RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY ! i I TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE DIRECTLY R; E/ IAFERVIDUS AREAS IVCIA) / or r 3. ALL PARCELS ARE SU3LECT TO SINGLE-FAMILY n r r• .S GUIDaINES AFE AVAIRILABLE HALL (505 S. VU-CAN AVE ENCINITAS CA 92024) AND ARE APPROVED AS PER PC fES. 0 LOCA T1010 HGRIZONTAL: NIA RECORD FROAt ROS 91416 178-5-4' V�ERTICAL IF la EX 951.35 1—EX EX 151,58 151,513 �e : EX 1151.17 — E 151,50 �r a Ca LI, 15i • UP S ABILI CONTRACTOR TO MOOIFIY CONSRUCTION PER Di N ENTRANCE IN THE FIELD AS NECESSARY CONSTRUCT SEDIMENT BARRIER AND EX 151.24 CHANNELIZE RUNOFF TO SEDIMENT / CJ7 TRAPPING DEVICE EX �► J A ORIGINAL °° • 15..30 ° GRADE A ® ° a ° ° IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. °a • WIDTH AS REQUIRED ° TO ACCOMODATE °• A • • ANTICIPATED TRAFFIC ° ° °• • t• ° A4 0 A. A 19 RADIUS MIN. 20' MIN RUNOFF GAP BETWEEN BAGS ACTS AS SPILLWAY ! i I TWO LAYERS OF GRAVEL BAGS WITH ENDS OVERLAPPED DETAIL B: GRAVEL BAGS NOT TO SCALE DIRECTLY R; E/ IAFERVIDUS AREAS IVCIA) / or r 3. ALL PARCELS ARE SU3LECT TO SINGLE-FAMILY n r r• .S GUIDaINES AFE AVAIRILABLE HALL (505 S. VU-CAN AVE ENCINITAS CA 92024) AND ARE APPROVED AS PER PC fES. 0 LOCA T1010 HGRIZONTAL: NIA RECORD FROAt ROS 91416 178-5-4' V�ERTICAL IF la EX 951.35 1—EX EX 151,58 151,513 �e : EX 1151.17 — E 151,50 �r a Ca LI, 15i • UP S ABILI PER Di N • EX 151.24 G7 / CJ7 EX DRIVEWAY 15..30 G73 gn X: -ETC 51.48 1. SET POSTS AND EXCAVATE A 4 BY 4 IN (10 BY 10 CM) TRENCH UPSLOPE FROM AND ALONG THE LINE OF POSTS. X 151.50 ;TION . THIS EX —' 2. STAPLE WIRE FENCING TO THE POSTS. 4 IN (10 CM) 3. ATTACH THE FILTER FABRIC TO 4. BACKFILL AND COMPACT THE THE WIRE FENCE AND EXTEND IT EXCAVATED SOIL. INTO THE TRENCH. J FILTER FABRIC V — WIRE DETAIL C. SILT FENCE NOT TO SCALE 1 v I: 1:7I LELC401A WASTEWATER DISTRICT NOTES r•: r � r -a :rr I r r. •r r•• r r�, I •r,p 7►• .rte / /: I "Y .•r�••/�. r7•- Ic • • x • x / /: •; :I .�.• tie R- ^.r �aI r l � •. / a. � •e / 'I r 4 t t. �- r �:/ : �.•r a r. r :r� R e IM /• r•ti• - r• / r .Ire R r• f IRA i 7 7- x r •.r r r � I M a` � :� •.r I / c / •Ir /' •r f r l= '' / /• r• r r r I •r - l x r• 7• • e• R r•s : x / •r r r •. a / e I r• / 1 • r x• •/ • r r R •.r • / • t � ■ x• r F• w f r � r r. r'' r t t. t r. r x. t •/ . I r 4 • 1 I - I ll : x/ x 1- T I'- • -•.r 7R r: . t c / t �► t ?, t r / xn / -�- rr /v/ / r -r r a r• •r � r x Ir:r -� •� s °1•qi r• r r R � r� ► 7 n °y� x x. :� .r r /•rte '� � . -r r I R — INERMaMmilR•il 1 I ... • • ' 1 . + • ' PLANS PPPWqED UNDEP SUPEPVISION OF RECOMMENDED.' APPROVED: GRADING PLAN FW. EDWARD W. DEAW Il MATMEW&MMSTREETM / / BRIAN MT x , •-- / u / DA TE PLANNlNG CASE tC 15-205 CDP No. 71651 Exp. 12/31/17 un n m a v z v a w m 5 • • /